通过实验对比，分析了玻璃纤维布加固柱和碳纤维布加固柱的受压性能。
Through the experiment contrasts, the compressed properties of reinforced concrete columns wrapped with glass and carbon fiber reinforced polymers are analysed.
根据试验结果，分析了钢纤维混凝土受压极限强度与钢纤维体积掺率、基体强度等级和纤维形状的关系。
The effects of volume fraction and concrete strength on ultimate compression strength of fiber concrete are studied experimentally.
目前，在国内没有查到关于碳纤维加固混凝土双向偏心受压构件的研究内容。
At present, there are no available on the carbon fiber reinforced concrete two-way eccentric research component.
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